CN106284374A - A kind of old dam entirety increases structure and the attachment structure on new and old dam - Google Patents
A kind of old dam entirety increases structure and the attachment structure on new and old dam Download PDFInfo
- Publication number
- CN106284374A CN106284374A CN201610851270.2A CN201610851270A CN106284374A CN 106284374 A CN106284374 A CN 106284374A CN 201610851270 A CN201610851270 A CN 201610851270A CN 106284374 A CN106284374 A CN 106284374A
- Authority
- CN
- China
- Prior art keywords
- prolonging
- horizontal section
- old dam
- gravity
- chamber
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of old dam entirety and increase structure and the attachment structure on new and old dam, big due to the contact surface with implant with the parcel cloth of cloth-like, it is provided that good skid resistance, and gravity block is located at the end filling chamber, can be effectively prevented the parcel cloth sliding anti-slide performance good owing to the present invention has and excellent can construction ability, so the old dam strengthening improvement project of High angle, the engineering especially entirety of dam body increased can be dealt with.The present invention is for the transformation of old dam body.
Description
Technical field
The present invention relates to a kind of old dam entirety and increase structure and the attachment structure on new and old dam.
Background technology
All there is refuse landfill in each city, and in view of increasing garbage treatment quantity, refuse landfill needs enlarging, with
Improve the garbage warehouse capacity of landfill area, therefore need old dam is increased.Existing technology is usually and uses geotechnique's lattice
Grid carry out increasing but the short-term tensile strength of geotechnique Ge Shan is relatively low, it is difficult to the capacity dealing with the big refuse landfill of the gradient expands
Build.
Summary of the invention
The technical problem to be solved in the present invention is: provide a kind of old dam entirety to increase structure and the attachment structure on new and old dam.
The present invention solves the solution of its technical problem:
A kind of old dam entirety increases structure, and including old dam body, the outer Ba Bi of old dam body is provided with reinforcing body, described reinforcing body
Including multiple back-up coats stacked gradually, back-up coat includes that the parcel cloth of cloth-like, implant, weight member, parcel cloth include sequentially
Connect overall in from left and the first horizontal section of prolonging of right extension, totally upwardly extended by the end of the first horizontal section of prolonging first
The second horizontal section of prolonging that ascent stage, end by the first ascent stage extend the most to the right, overall by the end of the second horizontal section of prolonging
The first descending branch downwardly extended, the 3rd horizontal section of prolonging extended the most to the left by the end of the first descending branch, by
The 4th horizontal section of prolonging that the end of the three horizontal sections of prolonging extends the most to the right, the end by the 4th horizontal section of prolonging totally upwardly extend and form
The second ascent stage, the 5th horizontal section of prolonging extended the most to the left by the end of the second ascent stage, end by the 5th horizontal section of prolonging
The second descending branch that end totally downwardly extends, the 6th horizontal prolonged by what the end of the second descending branch extended the most to the left
Section, the 4th horizontal section of prolonging is overlapped on the top of the second horizontal section of prolonging, is provided with gap between the 6th horizontal horizontal section of prolonging of the Duan Yu of prolonging tetra-；3rd is horizontal
Being provided with filling chamber between the section of prolonging and the 4th horizontal section of prolonging, fill intracavity and be provided with described implant, the first horizontal section of prolonging is located at filling chamber
In, to fill intracavity and be provided with the first gravity district, the cavity wall in the first gravity district includes the first ascent stage, the second horizontal section of prolonging, the first decline
Section, the 3rd horizontal section of prolonging, be provided with described weight member, be provided with filling between the first horizontal horizontal section of prolonging of the Duan Yu of prolonging tri-in the first gravity district
Thing, is provided with implant between the first horizontal horizontal section of prolonging of the Duan Yu of prolonging tetra-；It is provided with between two adjacent back-up coats and fills out thing chamber, fill out thing chamber
Inside be provided with implant, fill out the cavity wall in thing chamber be included in the 3rd horizontal section of prolonging of back-up coat of top, the 4th of back-up coat in lower section the
The horizontal section of prolonging and the second ascent stage, the 3rd horizontal section of prolonging of the back-up coat of top is overlapped on the upper of the second ascent stage of the back-up coat of lower section
Side, the 6th horizontal section of prolonging is located at described fills out thing intracavity, is equipped with implant, fills out thing intracavity and set above and below the 6th horizontal section of prolonging
The second gravity district, the cavity wall in the second gravity district is had to include the 4th horizontal section of prolonging of back-up coat of lower section, the second ascent stage, the 5th horizontal prolong
Section, the second descending branch, be provided with gravity block in the second gravity district；Being arranged over of reinforcing body increases body, described in increase body and include many
Individual be stacked with add high level, add and high-rise increased cloth parcel, the left and right sides adding high level is equipped with pressure block；Add the upper of high level
The middle part concave downward on surface, the position of described depression is between the pressure block of the left and right sides, and the lower surface adding high level is overall
In plane；Increasing Bu Nei and be also enclosed with implant, two adjacent gaps added between high level are provided with implant, increase the disconnected of cloth
Mouth is located on the position of described depression.
As the further improvement of such scheme, described in increase body include multiple be stacked with add high level.
As the further improvement of such scheme, parcel cloth is polyester Woven geofabric.
As the further improvement of such scheme, filling chamber and include main chamber and anti-skidding chamber, anti-skidding chamber is located at the lower section in main chamber,
The downside in anti-skidding chamber, left side, the cavity wall on right side are formed by the 4th horizontal section of prolonging concave downward, and the weight member filling intracavity is located at main chamber
The rightmost side.
As the further improvement of such scheme, the side in anti-skidding chamber is provided with for fixing Ma Ding, and horse nail connects adjacent
Two back-up coats.
As the further improvement of such scheme, gravity block includes two groups of gravity block unit, and two groups of gravity block unit are upper and lower
It is stacked.
As the further improvement of such scheme, two groups of pressure block unit of pressure block, two groups of pressure block unit stacked on top
Together.
As the further improvement of such scheme, gravity block includes two groups of gravity block unit, and two groups of gravity block unit are upper and lower
It is stacked；Weight member includes two groups of weight member unit, and two groups of weight member unit stacked on top are together；Two groups of pressures of pressure block
Power module unit, two groups of pressure block unit stacked on top are together；Gravity block unit, weight member unit and pressure block unit all include
Multiple packed rubbles.
As the further improvement of such scheme, implant is earth or mudstone mixture.
A kind of new and old dam attachment structure, increases structure including above-mentioned old dam entirety, and back-up coat connects tie rod, tension
Bar is provided with several connected nails, and parcel cloth strides across tie rod thus defines the 3rd horizontal section of prolonging and the 4th being connected with tie rod
The horizontal section of prolonging, fixes with old dam body and is connected, and connected nail is fixing with tie rod to be connected so that the 3rd horizontal section of prolonging and the 4th horizontal section of prolonging can
With tie rod for fixing end tension.
The invention has the beneficial effects as follows: a kind of old dam entirety increases structure, including old dam body, the Wai Babi of old dam body
Being provided with reinforcing body, described reinforcing body includes multiple back-up coat stacked gradually, and back-up coat includes the parcel cloth of cloth-like, filling
Thing, weight member, parcel cloth includes overall the first horizontal section of prolonging in extension right from a left side being sequentially connected with, by the end of the first horizontal section of prolonging
The first ascent stage that end totally upwardly extends, second horizontal prolonged by what the end of the first ascent stage extended the most to the right
Section, the first descending branch totally downwardly extended by the end of the second horizontal section of prolonging, overall the most to the left by the end of the first descending branch
The 4th horizontal section of prolonging that the 3rd horizontal section of prolonging that extends, end by the 3rd horizontal section of prolonging extend the most to the right, horizontal by the 4th
The second ascent stage that the end of the section of prolonging totally upwardly extends, extended the most to the left by the end of the second ascent stage
The second descending branch that the five horizontal sections of prolonging, end by the 5th horizontal section of prolonging totally downwardly extend, total by the end of the second descending branch
The 6th horizontal section of prolonging that body extends to the left, the 4th horizontal section of prolonging is overlapped on the top of the second horizontal section of prolonging, and the 6th horizontal prolongs Duan Yu tetra-
It is provided with gap between the horizontal section of prolonging；It is provided with filling chamber between the 3rd horizontal section of prolonging and the 4th horizontal section of prolonging, fills intracavity and be provided with described filling out
Filling thing, the first horizontal section of prolonging is located at filling intracavity, fills intracavity and is provided with the first gravity district, and the cavity wall in the first gravity district includes on first
Rise section, the second horizontal section of prolonging, the first descending branch, the 3rd horizontal section of prolonging, in the first gravity district, be provided with described weight member, the first horizontal section of prolonging
And it is provided with implant between the 3rd horizontal section of prolonging, between the first horizontal horizontal section of prolonging of the Duan Yu of prolonging tetra-, is provided with implant；Adjacent two add
Fill out thing chamber Gu be provided with between layer, fill out thing intracavity and be provided with implant, fill out the cavity wall in thing chamber and be included in back-up coat the 3rd horizontal of top
The section of prolonging, the 4th horizontal section of prolonging of back-up coat in lower section and the second ascent stage, the 3rd horizontal section of prolonging of the back-up coat of top is overlapped on down
The top of the second ascent stage of the back-up coat of side, the 6th horizontal section of prolonging is located at described fills out thing intracavity, the top of the 6th horizontal section of prolonging and
Lower section is equipped with implant, fills out thing intracavity and is provided with the second gravity district, and the cavity wall in the second gravity district includes the of the back-up coat of lower section
The four horizontal sections of prolonging, the second ascent stage, the 5th horizontal section of prolonging, the second descending branch, be provided with gravity block in the second gravity district；The top of reinforcing body
Be provided with and increase body, described in increase body include multiple be stacked with add high level, add and high-rise increased cloth parcel, add the left and right of high level
Both sides are equipped with pressure block；Adding the middle part concave downward of the upper surface of high level, the position of described depression is positioned at the pressure of the left and right sides
Between power block, add the lower surface of high level totally in plane；Increasing Bu Nei and be also enclosed with implant, adjacent two add between high level
Gap be provided with implant, the fracture increasing cloth is located on the position of described depression.The parcel cloth of cloth-like is easy to carrying and transport,
Also allowing for the construction of back-up coat, the 4th horizontal section of prolonging is overlapped on the top of the second horizontal section of prolonging, and the second horizontal section of prolonging is the first gravity district
Cavity wall, and the second gravity district is located at the top in the first gravity district, so the second horizontal section of prolonging and the end pressure of the 4th horizontal section of prolonging
Between gravity block and weight member, parcel cloth can be effectively prevented loose.Very firm at such back-up coat, can be used for
Increase old dam heightening body and one reliable substrate is provided.The present invention also provides for the attachment structure on a kind of new and old dam, utilizes tension
Parcel cloth is stretched by bar, coordinates gravity block and weight member to be strained by whole parcel cloth, makes back-up coat the most solid, and increase
The structure of body also allow for construction, cheap.The present invention entirety for old dam is increased.
Accompanying drawing explanation
For the technical scheme being illustrated more clearly that in the embodiment of the present invention, in embodiment being described below required for make
Accompanying drawing be briefly described.Obviously, described accompanying drawing is a part of embodiment of the present invention rather than all implements
Example, those skilled in the art is not on the premise of paying creative work, it is also possible to obtain other designs according to these accompanying drawings
Scheme and accompanying drawing.
Fig. 1 is the structural representation of the embodiment of the present invention；
Fig. 2 is that the structure increasing cloth of the embodiment of the present invention is intended to；
Fig. 3 is that the structure of the parcel cloth of the embodiment of the present invention is intended to.
Detailed description of the invention
Below with reference to embodiment and accompanying drawing, the technique effect of design, concrete structure and the generation of the present invention is carried out clearly
Chu, it is fully described by, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described embodiment is this
Bright a part of embodiment rather than all embodiment, based on embodiments of the invention, those skilled in the art is not paying
Other embodiments obtained on the premise of creative work, belong to the scope of protection of the invention.It addition, literary composition is previously mentioned
All connection/annexations, the most singly refer to that component directly connects, and refer to add deduct by adding according to being embodied as situation
Couple auxiliary less, form more excellent draw bail.Each technical characteristic in the present invention, in the premise of the most conflicting conflict
Under can be with combination of interactions.
Referring to figs. 1 through Fig. 3, this is one embodiment of the present of invention, specifically:
A kind of new and old dam attachment structure, increases structure including old dam entirety, and described old dam entirety increases structure, including old dam body
1, the outer Ba Bi of old dam body 1 is provided with reinforcing body, and described reinforcing body includes multiple back-up coat stacked gradually, and back-up coat includes
The parcel cloth of cloth-like, implant, weight member, parcel cloth includes overall the first horizontal section of prolonging in extension right from a left side being sequentially connected with
11, the first ascent stage 12 of totally being upwardly extended by the end of the first horizontal section of prolonging 11, total by the end of the first ascent stage 12
The second horizontal section of prolonging 13 that body extends to the right, the first descending branch totally downwardly extended by the end of the second horizontal section of prolonging 13
14, the 3rd horizontal section of prolonging 15 that extended the most to the left by the end of the first descending branch 14, total by the end of the 3rd horizontal section of prolonging 15
The second ascent stage that the 4th horizontal section of prolonging 16 that body extends to the right, the end by the 4th horizontal section of prolonging 16 totally upwardly extend
17, the 5th horizontal section of prolonging 18 that extended the most to the left by the end of the second ascent stage 17, total by the end of the 5th horizontal section of prolonging 18
The second descending branch 19 that body downwardly extends, the 6th horizontal section of prolonging extended the most to the left by the end of the second descending branch 19
20, the 4th horizontal section of prolonging 16 is overlapped on the top of the second horizontal section of prolonging 13, between being provided with between the 6th horizontal section of prolonging 20 and the 4th horizontal section of prolonging 16
Gap；Being provided with filling chamber between the 3rd horizontal section of prolonging 15 and the 4th horizontal section of prolonging 16, fill intracavity and be provided with described implant, first horizontal prolongs
Section 11 is located at filling intracavity, fills intracavity and is provided with the first gravity district, and the cavity wall in the first gravity district included for the first ascent stage 12, second
The horizontal section of prolonging 15 of the horizontal section of prolonging the 13, first descending branch the 14, the 3rd, is provided with described weight member, the first horizontal section of prolonging 11 in the first gravity district
And it is provided with implant between the 3rd horizontal section of prolonging 15, between the first horizontal section of prolonging 11 and the 4th horizontal section of prolonging 16, is provided with implant；Adjacent
Being provided with between two back-up coats and fill out thing chamber 24, be provided with implant in filling out thing chamber 24, the cavity wall filling out thing chamber 24 is included in adding of top
Gu the 4th horizontal section of prolonging 16 and the second ascent stage 17 of the 3rd horizontal section of prolonging 15 of layer, back-up coat in lower section, the back-up coat of top
The 3rd horizontal section of prolonging 15 is overlapped on the top of the second ascent stage 17 of the back-up coat of lower section, and the 6th horizontal section of prolonging 20 is located at described fills out thing
In chamber 24, above and below the 6th horizontal section of prolonging 20, it is equipped with implant, in filling out thing chamber 24, is provided with the second gravity district, the second gravity
The cavity wall in district includes the 4th horizontal 16, second ascent stage of the section of prolonging the 17, the 5th horizontal section of prolonging the 18, second descending branch of the back-up coat of lower section
19, it is provided with gravity block in the second gravity district；Being arranged over of reinforcing body increase body, described in increase body and include multiple being stacked with
Adding high level, add and high-rise increased cloth 21 and wrap up, the left and right sides adding high level is equipped with pressure block, so increases the left and right sides of body
It is respectively provided with body of wall solid, reliable；Adding the middle part concave downward of the upper surface of high level, the position of described depression is positioned at the left and right sides
Pressure block between, add high level lower surface totally in plane, be also enclosed with implant in increasing cloth 21, increase for adjacent two
Gap between Ceng is provided with implant, and the fracture increasing cloth 21 is located on the position of described depression, so prevents from increasing cloth 21
Sliding, it is to avoid add high-rise loose.The parcel cloth of cloth-like is easy to carrying and transport with increasing cloth, also allows for construction, the 4th horizontal section of prolonging
It is overlapped on the top of the second horizontal section of prolonging, and the cavity wall that the second horizontal section of prolonging is the first gravity district, and the second gravity district is located at first
The top in gravity district, so the end of the second horizontal section of prolonging and the 4th horizontal section of prolonging is compressed tightly against between gravity block and weight member, can
Cloth is loose, sliding to be effectively prevented parcel.Very firm at such back-up coat, can carry to being used for increasing old dam heightening body
For a reliable substrate.
Big due to the contact surface with implant with the parcel cloth of cloth-like, it is provided that good skid resistance, due to inclusion enclave
Gravity block and weight member are encased, therefore the stability of this back-up coat can be improved.When rainy season, gravity block and weight member are anti-skidding
To vital effect, gravity block lateral dimension is the bigger the better.
For ease of construction, described in increase body include multiple be stacked with add high level, described in add and high-rise wrap up with increasing cloth
Live earth or mudstone mixture forms, increase cloth 21 identical with the material of parcel cloth.
Parcel cloth of the present invention is cost and the polyester Woven geofabric of technology more maturation.
In order to strengthen the anti-skidding of back-up coat further, fill chamber and include that main chamber 230 and anti-skidding chamber 231, anti-skidding chamber 231 set
In the lower section in main chamber 230, the downside in anti-skidding chamber 231, left side, the cavity wall on right side are formed by the 4th horizontal section of prolonging 16 concave downward, fill out
The weight member filling intracavity is located at the rightmost side in main chamber 230.
For ease of construction with anti-skidding, the side in anti-skidding chamber 231 is provided with for fixing horse nail 26, and horse nail 26 connection is adjacent
Two back-up coats.
The gravity block of the present invention includes two groups of gravity block unit 3, and two groups of gravity block unit 3 stacked on top are together；Gravity
Part includes two groups of weight member unit 6, and two groups of weight member unit 6 stacked on top are together；Two groups of pressure block unit 7 of pressure block, two
Group pressure block unit 7 stacked on top is together；Gravity block unit 3, weight member unit 6 and pressure block unit 7 all include multiple bag
Dress rubble.Packed rubble low price, it may have hydrophobic effect.
It is earth for ease of construction implant.
Back-up coat connects has tie rod 70, tie rod 70 to be provided with several connected nails 8, parcel cloth stride across tie rod 70 from
And define the horizontal section of prolonging of the 3rd be connected with tie rod 70 15 and the 4th horizontal section of prolonging 16, and fix with old dam body 1 and be connected, connected nail
8 fixing with tie rod 70 are connected so that the 3rd horizontal section of prolonging 15 and the 4th horizontal section of prolonging 16 can be strained with tie rod 70 for fixing end.Profit
With tie rod, parcel cloth is stretched, coordinate gravity block and weight member to be strained by whole parcel cloth, make back-up coat the most solid.
Above the better embodiment of the present invention is illustrated, but the present invention is not limited to described embodiment,
Those of ordinary skill in the art also can make all equivalent modifications or replacement on the premise of spirit of the present invention, this
Modification or the replacement of a little equivalents are all contained in the application claim limited range.
Claims (10)
1. old dam entirety increases a structure, including old dam body (1), it is characterised in that: set on the outer Ba Bi on old dam body (1)
Having reinforcing body, described reinforcing body to include multiple back-up coat stacked gradually, back-up coat includes the parcel cloth of cloth-like, implant, weight
Power part, parcel cloth includes overall the first horizontal section of prolonging (11) in extension right from a left side being sequentially connected with, by the first horizontal section of prolonging (11)
End totally upwardly extend the first ascent stage (12), extended the most to the right by the end of the first ascent stage (12) and form
The second horizontal section of prolonging (13), the first descending branch (14) totally downwardly extended by the end of the second horizontal section of prolonging (13), by
The 3rd horizontal section of prolonging (15) that the end of one descending branch (14) extends the most to the left, overall by the end of the 3rd horizontal section of prolonging (15)
The second rising that the 4th horizontal section of prolonging (16) extended to the right, the end by the 4th horizontal section of prolonging (16) totally upwardly extend
The 5th horizontal section of prolonging (18) that section (17), end by the second ascent stage (17) extend the most to the left, by the 5th horizontal section of prolonging
(18) the second descending branch (19) that end totally downwardly extends, extended the most to the left by the end of the second descending branch (19)
The 6th horizontal section of prolonging (20), the 4th horizontal section of prolonging (16) is overlapped on the top of the second horizontal section of prolonging (13), the 6th horizontal section of prolonging (20)
And it is provided with gap between the 4th horizontal section of prolonging (16)；
It is provided with filling chamber between the 3rd horizontal section of prolonging (15) and the 4th horizontal section of prolonging (16), fills intracavity and be provided with described implant, the
The one horizontal section of prolonging (11) is located at filling intracavity, fills intracavity and is provided with the first gravity district, and the cavity wall in the first gravity district includes the first rising
Section (12), the second horizontal section of prolonging (13), the first descending branch (14), the 3rd horizontal section of prolonging (15), be provided with described weight in the first gravity district
Power part, is provided with implant between the first horizontal section of prolonging (11) and the 3rd horizontal section of prolonging (15), the first horizontal section of prolonging (11) and the 4th horizontal section of prolonging
(16) implant it is provided with between；
It is provided with between two adjacent back-up coats and fills out thing chamber (24), be provided with implant in filling out thing chamber (24), fill out the chamber of thing chamber (24)
Wall is included in the 3rd horizontal section of prolonging (15) of the back-up coat of top, the 4th horizontal section of prolonging (16) of the back-up coat in lower section and second and rises
Section (17), the 3rd horizontal section of prolonging (15) of the back-up coat of top is overlapped on the top of second ascent stage (17) of the back-up coat of lower section,
The 6th horizontal section of prolonging (20) is located at described filling out in thing chamber (24), is equipped with implant above and below the 6th horizontal section of prolonging (20),
Be provided with the second gravity district in filling out thing chamber (24), the cavity wall in the second gravity district include lower section back-up coat the 4th horizontal section of prolonging (16),
Second ascent stage (17), the 5th horizontal section of prolonging (18), the second descending branch (19), be provided with gravity block in the second gravity district；
Being arranged over of reinforcing body increases body, described in increase body include multiple be stacked with add high level, add and high-rise increased cloth
(21) parcel, the left and right sides adding high level is equipped with pressure block；Add the middle part concave downward of the upper surface of high level, described depression
Position, between the pressure block of the left and right sides, adds the lower surface of high level totally in plane；Also it is enclosed with in increasing cloth (21) and fills out
Filling thing, two adjacent gaps added between high level are provided with implant, and the fracture increasing cloth (21) is located at the position of described depression
On.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: parcel cloth is that polyester spins geotechnique
Cloth.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: fill chamber and include main chamber (230)
With anti-skidding chamber (231), anti-skidding chamber (231) are located at the lower section of main chamber (230), the downside of anti-skidding chamber (231), left side, the chamber on right side
Wall is formed by the 4th horizontal section of prolonging (16) concave downward, and the weight member filling intracavity is located at the rightmost side of main chamber (230).
One the most according to claim 3 old dam entirety increases structure, it is characterised in that: the side of anti-skidding chamber (231) sets
Having for fixing Ma Ding (26), Ma Ding (26) connects adjacent two back-up coat.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: gravity block includes two groups of gravity blocks
Unit (3), two groups of gravity block unit (3) stacked on top are together.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: weight member includes two groups of weight member
Unit (6), two groups of weight member unit (6) stacked on top are together.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: two groups of pressure block unit of pressure block
(7), two groups of pressure block unit (7) stacked on top are together.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: gravity block includes two groups of gravity blocks
Unit (3), two groups of gravity block unit (3) stacked on top are together；Weight member includes two groups of weight member unit (6), two groups of gravity
Part unit (6) stacked on top is together；Two groups of pressure block unit (7) of pressure block, two groups of pressure block unit (7) stacked on top are one
Rise；Gravity block unit (3), weight member unit (6) and pressure block unit (7) all include multiple packed rubble.
One the most according to claim 1 old dam entirety increases structure, it is characterised in that: implant is that earth or mudstone mix
Compound.
10. a new and old dam attachment structure, it is characterised in that: include that the old dam as described in claim 1 to 9 any one is overall
Increasing structure, back-up coat connects has tie rod (70), tie rod (70) to be provided with several connected nails (8), and parcel cloth strides across and draws
Tight bar (70) thus define the 3rd horizontal section of prolonging (15) and the 4th horizontal section of prolonging (16) being connected with tie rod (70), with old dam body
(1) fixing connection, connected nail (8) is fixing with tie rod (70) to be connected so that the 3rd horizontal section of prolonging (15) and the 4th horizontal section of prolonging (16)
Can be with tie rod (70) for fixing end tension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610851270.2A CN106284374B (en) | 2016-09-26 | 2016-09-26 | Integrally increase the connection structure of structure and new and old dam in a kind of old dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610851270.2A CN106284374B (en) | 2016-09-26 | 2016-09-26 | Integrally increase the connection structure of structure and new and old dam in a kind of old dam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106284374A true CN106284374A (en) | 2017-01-04 |
| CN106284374B CN106284374B (en) | 2018-11-16 |
Family
ID=57715547
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610851270.2A Active CN106284374B (en) | 2016-09-26 | 2016-09-26 | Integrally increase the connection structure of structure and new and old dam in a kind of old dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284374B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083172A (en) * | 2018-09-21 | 2018-12-25 | 大连兴利路桥工程有限公司 | Coastal beach area adapts to the earth rock cofferdam and its construction method that northern ice slush influences |
| CN109339067A (en) * | 2018-11-20 | 2019-02-15 | 杭州江润科技有限公司 | Concrete dam mask increases structure and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05171644A (en) * | 1991-12-24 | 1993-07-09 | Mitsui Sekika Sanshi Kk | Banking structure, construction method thereof and construction material |
| JP2005139769A (en) * | 2003-11-07 | 2005-06-02 | Mitsubishi Kagaku Sanshi Corp | Combination structure of lightweight banking structure by foaming synthetic resin and slope face structure by sediment and its construction method |
| CN201330397Y (en) * | 2008-12-31 | 2009-10-21 | 中国冶金矿业鞍山冶金设计研究院有限责任公司 | Elevation and expansion old tailing pond |
| CN103967495A (en) * | 2014-04-16 | 2014-08-06 | 中钢集团马鞍山矿山研究院有限公司 | Stoping technology for dam slope tailing of tailing dam |
| CN105133548A (en) * | 2015-10-10 | 2015-12-09 | 中国电建集团成都勘测设计研究院有限公司 | Earthquake-resistant structure for dam crest of high earth-rock dam and construction method of earthquake-resistant structure |
-
2016
- 2016-09-26 CN CN201610851270.2A patent/CN106284374B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05171644A (en) * | 1991-12-24 | 1993-07-09 | Mitsui Sekika Sanshi Kk | Banking structure, construction method thereof and construction material |
| JP2005139769A (en) * | 2003-11-07 | 2005-06-02 | Mitsubishi Kagaku Sanshi Corp | Combination structure of lightweight banking structure by foaming synthetic resin and slope face structure by sediment and its construction method |
| CN201330397Y (en) * | 2008-12-31 | 2009-10-21 | 中国冶金矿业鞍山冶金设计研究院有限责任公司 | Elevation and expansion old tailing pond |
| CN103967495A (en) * | 2014-04-16 | 2014-08-06 | 中钢集团马鞍山矿山研究院有限公司 | Stoping technology for dam slope tailing of tailing dam |
| CN105133548A (en) * | 2015-10-10 | 2015-12-09 | 中国电建集团成都勘测设计研究院有限公司 | Earthquake-resistant structure for dam crest of high earth-rock dam and construction method of earthquake-resistant structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083172A (en) * | 2018-09-21 | 2018-12-25 | 大连兴利路桥工程有限公司 | Coastal beach area adapts to the earth rock cofferdam and its construction method that northern ice slush influences |
| CN109339067A (en) * | 2018-11-20 | 2019-02-15 | 杭州江润科技有限公司 | Concrete dam mask increases structure and construction method |
| CN109339067B (en) * | 2018-11-20 | 2021-01-15 | 杭州江润科技有限公司 | Concrete dam facing heightening structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106284374B (en) | 2018-11-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106284374A (en) | A kind of old dam entirety increases structure and the attachment structure on new and old dam | |
| CN101985883B (en) | Cavern protection method | |
| CN104775395B (en) | It is applicable to the method for construction of the arcuately ecological flexible shore protection in middle-size and small-size cheuch river course | |
| CN106149753A (en) | A kind of multi-functional retaining wall for hydraulic engineering | |
| CN101363229A (en) | Rigid and flexible pile composite foundation | |
| CN207392233U (en) | A kind of cushion cap balance weight retaining wall | |
| CN208631097U (en) | A kind of molded tray with protection structure | |
| CN206128086U (en) | Whole connection structure who increases structure and new and old dam in old dam | |
| CN206887967U (en) | A kind of stake beam anchor combined type slope retaining structure | |
| CN206408474U (en) | Cover plate and cover plate assembly | |
| CN110117966A (en) | Soil engineering bag stacks fixed retaining wall structure | |
| CN205372047U (en) | High strength EPP board | |
| CN205776336U (en) | Base plate balance weight retaining wall structure | |
| CN208701739U (en) | A kind of box-type retaining wall | |
| CN106567400A (en) | Pile foundation structure suitable for soft soil layer | |
| CN208545766U (en) | One kind is from embedded ecology retaining wall | |
| CN205557544U (en) | Cofferdam structure | |
| CN206873470U (en) | A kind of high slope rockmass structure | |
| CN208054236U (en) | A kind of light-duty underground unitary-core flame-resistant conveying belt | |
| CN207314361U (en) | A kind of bank protection tile assembly | |
| CN204823301U (en) | Pile arrangement structure who gets device | |
| CN206457809U (en) | A kind of groove type connects geotechnical grid | |
| CN105253423A (en) | Tray with shovel arm cavities in two directions | |
| CN205499701U (en) | Hard pitch transports bag | |
| CN205738552U (en) | A kind of novel compositions form of pallet |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No.97 Liuhua Road, Liwan District, Guangzhou, Guangdong 510000 Patentee after: Guangdong Architectural Design and Research Institute Co., Ltd Address before: No.97 Liuhua Road, Liwan District, Guangzhou, Guangdong 510000 Patentee before: ARCHITECTURAL DESIGN Research Institute OF GUANGDONG PROVINCE |